HomeMy WebLinkAboutS-0708285
4
3
2
I
A 9 C D E F C H
ULTRASONIC
LEVEL SENSOR
_R0- BEND (FLG)
8�" MAX}
eT
2'3 "I i
D
24" PIPE--/
3-6" x 3-6"
NATO H
2-6" x 2-6 .. . .. ..... ---- --- ---
HATCH
ii
1'--0"
ANCHOR BOLTS
SECTION
A
I
DA
16" CONNECT TO
LAKE OVERFLOW
FL-x R ADAPTER (-,YP)
444-E t.
10" TEE (FLG)
/ 16" TEE
-F
A, (FLG)
\z '. I 111 1
-4
C 4-0" x 6-0"
ll� HATCH
I
I
1� � zi,
N
NOTE:
cc CONTRACTOR TO POTHOLE AND VERIFY
EXACT LOCATION AND ELEVATION OF EXISTING
Jo 10 AND 16' SIPHON CONNECTIONS. INSTALL
7T'��' BE
VERTICAL 11 1/4' VERTICAL BENDS ON 10" AND 16"
LDAMETER SIPHONS IF 'NECESSARY
5-0" x 5-0"
HATCH
DELETED 2-3/4" SPOOL
/c--G F
, --RERMA LOCK)
18" �
MAX. 10" CONNECT TO
//-EXISTING SIPHON
�Fll_._RIGR _xPE_PE;�JMABL K)
A� A
STYROFOAM WHERE _ 4, V
IN CONTACT WITH
EARTH. WHERE
PENETRATION ENDS
\
IN PASSAGE, LEAVE OPEN.
- 16" CONNECT TC
EXISTING SIPHON
24" NEW SIPHON--,
F! xGR ADAPTER
24" TEE (FLG)
ALUMINUM BLIND FLANGE ON TEE
FLANGE WITH WELDED HANDLE qlYF)L
PAINT ACCORDING TO SPEC IFICA110
SECTION 09900 (TIP).
NVER-1 ED
.
SIPHON IN' '-T STRUCTURE DETAIL
L_L;
G_C113,
SCALE:
1/2"
1'--0"
ANCHOR BOLTS
SECTION
A
Record Drawingl2/00
0115
SCALE: 3/8" =
l'-O"
These drawings have been
1-1/2" PVC HATCH
DAYS
EXPANDING RUBBER SEAL MFR
ULTRASONIC LEVEL SENSOR -J
mod fed to conform with
CUTTER. DRAIN TO
i
NOTE:
DISTANCE BEWTEEN SENSOR AND
information provided by the
SIPHON INLET VAULT
(TYR)
CONTRACTOR MAY
PROPOSE A PANEL VAULT.
F�
1 —800-424-5555�
—2" FEMALE CAM LOCK FIRE
SUBMIT PROPOSED
DESIGN AND DRAWINGS IN
copies for engineer's
seal.
rD
SCALE: NONE
HOSE ADAPTER WITH GATE
SPECIFICATION SECTION 01300.
ADJUSTABLE OVERFLOW
COPPER
VALVE CONNECTED TO 2"
TO LAKE EL. 30.40
(1,30.40 METRO DATUM)
_9"
PIPE (TYP)
PIPE WELDED TO BLIND
FLANGE (TYR)
WALL PENETRATION, SEE 20
Y,
--1/4"
NEOPRENE GASKET
BOND TO TEE
16" LAKE -
WITH EPDXY
24" SS
4
CEMENT, (TYR)
OVERFLOW
I
10"X D"
WALL PENETRATION,
EL_ 27.5
STEE
TEE (FLG)
/— SEEr2o-�
2 F0
(127.5 METRO DATUM)
EL. 25.52� METRO DATUM)
WALL PENETRATION,
4
10" D!
12'
TY \-10" EX!STING
SEE zo
SIPHON
4
4
4
DELETED\ 10" FLG x GR
ADAPTERS
4� 4
INTERIOR OF VAULT
SEAL WITH SEALANT
WHERE WALL iS
EXPOSED TO LIQUID.
I 8 tl 1 � � �
SINGLE
MOUNTING PLATE
368 MODULAR—
CORE DRILL HOLE DIA FOR
ANCHOR BOLTS
SECTION
A
Record Drawingl2/00
TO ACCOMIDATE LENGTH OF
SCALE: 3/8" =
l'-O"
These drawings have been
CALL 2
DAYS
EXPANDING RUBBER SEAL MFR
ULTRASONIC LEVEL SENSOR -J
mod fed to conform with
i
NOTE:
DISTANCE BEWTEEN SENSOR AND
information provided by the
HE�UHE
YOU DIG
CONTRACTOR MAY
PROPOSE A PANEL VAULT.
contractor. See original tije
1 —800-424-5555�
FOR SENSOR.
SUBMIT PROPOSED
DESIGN AND DRAWINGS IN
copies for engineer's
seal.
rD
SCALE: NONE
ACCORDANCE WITH
SPECIFICATION SECTION 01300.
1' -0- KE)
4� 4
INTERIOR OF VAULT
SEAL WITH SEALANT
WHERE WALL iS
EXPOSED TO LIQUID.
I 8 tl 1 � � �
SINGLE
MOUNTING PLATE
368 MODULAR—
CORE DRILL HOLE DIA FOR
ANCHOR BOLTS
2"x4 x 1 /4". MODIFY IF REQUIRED
IF
,MECHANICAL EXPANDING I
I PIPE PLUS WALL WITH
RECOMMENDED EXTRA
TO ACCOMIDATE LENGTH OF
RUBBER SEAL WITH
PER MODULAR MECHANICAL
ULTRASONIC LEVEL SENSOR.
SST BOLTS AND NUTS 4
AS SPECIFIED.
EXPANDING RUBBER SEAL MFR
ULTRASONIC LEVEL SENSOR -J
PROVIDE MAXIMUM VERTICAL
RECOMMENDATIONS. FORMED
BOLT TO EST PLATE
DISTANCE BEWTEEN SENSOR AND
HOLES IN NEW WALLS SHALL
BE EQUAL IN SURFACE FINISH
WEIR. PROVIDE HOLE IN PLATE
AND SIZED TO CORED HOLES-
FOR SENSOR.
W.A.1-11- PENETRATION
DETAIL 20
SECT 'ON
rD
SCALE: NONE
SCALE: 3/4" =
1' -0- KE)
1 4 4
4
4
ADJUSTABLE
WEIR4('YP
SEE is 1 16" LAKE - qs" I
OVERFLOW
,CGP 0 T
GROUT IIINEW 24"
ISIP�W ON�
S I HO� E,_. 27.5
127.5 M SET
UM) Tay
4 4 44 1 A2b.b2 MLIHU
14\1 1 4 4 TUM)
10" EXISTINGJ 16" EXISTING
SIPHON SIPHON
INV. 25.52 HY. R;I.S INV. 26.27
(125.52 METRO DATUM) (12;z.§ H�;:RG DA, hl) (126.27 METRO DATUM)
SECTION
SCALE: 3/8" = 1' -0"
�4
10" EXISTI
SIPHON
L- 16" EXISTING
SIPHON
SECTION
SCALE: 3/8" = 1' -0-
i4 !EL. 25.52
125.52 t
DATUM)
NEW 24"
SIPHON
z
00
I z
J zo
0
z
I DESIGNED: 1 CHECKED: DATE
DEPARTMENT OF NATURAL RESOURCES
VAR, 1,998
BRYN MAWRSSYSTEM IMPROVEMENTS
K.J.D. ju
CARRY STRUTHERS ASSOCIATES, INC. CHFDUIE A He
3150 RIchords Road, Suite 1 100 DRAWN:
REVISED PER RECORD DRAWING MARKUPS MKW 12-00 CMO
Bellevue, WA 98005-4446
2 1 DESIGN CLAP;FICATION CGH KJD 3/98 Phone: (425) 519-0300 RECOVMENDED� DETAIL SHEET 4
AS SHOWN __5RAWNG NO
CGH KJD 2/98 Fax: (425) 519-0309
7e. :2, L �E C134
ITI-I RAU No King County
ty SIPHON INLET STRUCTURE
APPROVED.
No. REVISION BY APPDT DATE / I C73130C
DETAIL & SECTIONS SHEET N0; OE
V V V V V
I o I J L I U H